首页> 外文会议>NATO Advanced Research Workshop on Massive Rock Slope Failure : New Models for Hazard Assessment >THE ROLE OF TOPOGRAPHIC AMPLIFICATION ON THE INITIATION OF ROCK SLOPES FAILURES DURING EARTHQUAKES
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THE ROLE OF TOPOGRAPHIC AMPLIFICATION ON THE INITIATION OF ROCK SLOPES FAILURES DURING EARTHQUAKES

机译:地形放大对地震期间岩石斜坡启动的作用

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Earthquake-triggered landslides are an important secondary effect of strong shaking. Such phenomena have occurred during a large number of eartliquakes and have resulted in significant loss of life. Seismically induced slope failures have occurred in both rock and soil masses, and had sizes ranging from a few individual blocks up to several million cubic meters in volume. Since the mid 1960s numerous methods of analysis have been developed to assess the risk posed by these hazards, however, such investigations normally use a simplified form of ground motion input such as peak ground acceleration, or Arias Intensity (I,,). These take no account of potential amplification effects associated with steep topography. In this paper the mechanisms of topographic amplification are considered, along with the potential impacts on the stability of slopes during large earthquakes. The key uncertainties have been outlined along with some of the major research questions for the future.
机译:地震触发的山体滑坡是强烈摇动的重要二次效果。这种现象已经发生在大量的eartliquaks期间,导致了大量的生命损失。岩石和土壤质量发生地震诱导的斜坡故障,并且尺寸范围从几百万立方米的数量增加到几百万立方米。自20世纪60年代中期,已经开发出许多分析方法来评估这些危害所带来的风险,然而,这种调查通常使用简化形式的地面运动输入,例如峰接地加速度,或arias强度(i ,,)。这些不考虑与陡峭地形相关的潜在放大效果。在本文中,考虑了地形放大的机制,以及对大地震斜坡稳定性的潜在影响。关键的不确定性已经概述了未来的一些主要研究问题。

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